1 |
AISC (2001), Manual of Steel Construction: Load and Resistance Factor Design, 3rd edtition, American Institute of Steel Construction, Chicago, IL.
|
2 |
AISC. (2006), Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, ANSI/AISC 341-05, Chicago, IL.
|
3 |
Applied Research Associates (ARA), Inc. (2007). AtBlast program, Protective Glazing Council,
|
4 |
Baker, W.E. (1973), Explosions in Air, University of Texas Press. Austin, TX.
|
5 |
Baker, W.E., Cox, P.A., Westine, P.S., Kulesz, J.J. and Strehlow, R.A. (1983), Explosion Hazards and Evaluation, Elsevier.
|
6 |
Beshara, F.B.A. (1994), "Modelling of blast loading on aboveground structures - I. General phenomenology and external blast", Comput. Struct., 51(5), 585-596.
DOI
ScienceOn
|
7 |
Cowper, G.R. and Symonds, P.S. (1957), Strain Hardening and Strain Rate effect in the Impact Loading of Cantilever Beams, Brown University, Division of Applied Mathematics Report No. 28.
|
8 |
Dobratz, B.M. and Crawford, P.C. (1985), LLNL Handbook of Explosives, Lawrence Livermore National Laboratory, Livermore, CA.
|
9 |
FEMA-426. (2003), Reference Manual to Mitigate Potential Terrorist Attacks Against Buildings, Federal Emergency Management Agency, Report No. 426, Washington D.C.
|
10 |
Flanagan, D.P. and Belytschko, T. (1981), "A uniform strain hexahedron and quadrilateral and orthogonal hourglass control", Int. J. Numer. Meth. Eng., 17, 679-706.
DOI
ScienceOn
|
11 |
Hamburger, R.O. and Whittaker, A.S. (2003), "Design of steel structures for blast-related progressive collapse resistance", American Society of Civil Engineers, (Nov. 15, 2005).
|
12 |
Kang, K.W. and Liew, J.Y.R. (2006), "Blast response of steel-concrete composite structures, international colloquium on stability and ductility of steel structures", SDSS2006, Lisbon, Portugal, 861-868.
|
13 |
Kinney, G.F. and Graham, K.J. (1985), Explosive Shocks in Air, 2nd edition, Berline: Springer Verlag.
|
14 |
Ls-Dyna (1998), LS-DYNA Theoretical Manual, Livermore Software Technology Corporation, Livermore, CA.
|
15 |
Ls-Dyna (2005), LS-DYNA Keyword User's Manual, version 970, Livermore Software Technology Corporation, Livermore, CA.
|
16 |
Lee, E.L., Hornig, H.C. and Kury, J.W. (1968), Adiabatic Expansion of High Explosive Detonation Products, UCRL-50422, University of California, Lawrence Livermore National Laboratory, Livermore, CA.
|
17 |
Lee, E., Finger, M. and Collins, W. (1973), JWL Equation of State Coefficients for High Explosives, UCID-16189, University of California, Lawrence Livermore National Laboratory, Livermore, CA.
|
18 |
Luccioni, B., Ambrosini, D. and Danesi, R. (2006), "Blast load assessment using hydrocodes", Eng. Struct., 28, 1736-1744.
DOI
ScienceOn
|
19 |
Marchand, K.A. and Alfawakhiri, F. (2005), Facts for Steel Buildings: Blast and Progressive Collapse, American Institute of Steel Construction (AISC), Chicago, IL.
|
20 |
Mullin, M.J. and O'Toole, B.J. (2004), "Simulation of energy absorbing meterials in blast loaded structures", 8th International LS-DYNA Users Conference, Penetration/Explosive, Dearborn, MI, May 2-4.
|
21 |
Randers-Pehrson, G. and Banister, K.A. (1997), Airblast Loading Model for DYNA2D and DYNA3D, ARL-TR-1310.
|
22 |
Shen, J.H.J., Astaneh-Asl, A. and McCallen, D.B. (2002), Steel Tips: Use of Deep Columns in Special Steel Moment Frames, American Institute of Steel Construction.
|
23 |
Souli, M., Ouahsine, A. and Lewin, L. (2000), "ALE formulation for fluid-structure interaction problems", Comput. Meth. Appl. Mech. Eng., 190(5-7), 659-675.
DOI
ScienceOn
|
24 |
TM 5-855-1. (1990), Fundamentals of Protective Design for Conventional Weapons. U.S. Department of the Army, Washington D.C.
|
25 |
TM 5-1300. (1990), Structures to Resist the Effects of Accidental Explosions, Joint Departments of the Army, Air Force and Navy, Washington D.C.
|
26 |
Zhong, Z.H. (1993), Finite Element Procedures for Contact-impact Problems, Oxford University Press, Oxford.
|